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2023 Vol. 50, No. 1
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TAN Yinlong, XU Wanzhong, CAO Jiaju, LUO Dan, WANG Bendong, QIAO Lijia, ZHOU Yi. Mechanisms and stability analysis of the Jinjiling landslide in the Three Gorges Reservoir area based on Midas-GTS[J]. Hydrogeology & Engineering Geology, 2023, 50(1): 113-121. doi: 10.16030/j.cnki.issn.1000-3665.202204054
Citation: TAN Yinlong, XU Wanzhong, CAO Jiaju, LUO Dan, WANG Bendong, QIAO Lijia, ZHOU Yi. Mechanisms and stability analysis of the Jinjiling landslide in the Three Gorges Reservoir area based on Midas-GTS[J]. Hydrogeology & Engineering Geology, 2023, 50(1): 113-121. doi: 10.16030/j.cnki.issn.1000-3665.202204054
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Mechanisms and stability analysis of the Jinjiling landslide in the Three Gorges Reservoir area based on Midas-GTS

  • 1.

    School of Land and Resources Engineering, Kunming University of Science and Technology, Kunming, Yunnan　650093, China

  • 2.

    Chongqing Geological Exploration Bureau 208 Hydrogeology Engineering Geology Team, Chongqing　400700, China

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Received Date:  01 May 2022
Revised Date:  12 August 2022
Accepted Date:  20 September 2022
Publish Date:  15 January 2023
    Abstract

  • The Jinjiling landslide was obviously deformed after the rainstorm, and preliminary conclusions were drawn through on-site investigation, drilling, geophysical prospecting, deep displacement monitoring and horizontal displacement monitoring. On this basis, in order to further find out the genesis mechanism of the landslide, this paper interprets the existing survey and monitoring data, combines the Midas-GTS software to analyze the seepage field, displacement field, and stability calculation of the landslide under different working conditions, and comprehensively evaluates its genesis mechanism. The results indicate that (1) geophysical interpretation shows that the Jinjiling landslide is a rock-soil mixed, water-bearing landslide, and the sliding surface is located at the boundary between T2b1 marlstone and T2b2 mudstone. (2) Deep displacement monitoring data reveals that the landslide occurs in a superficial soil mass, and the position of the slip surface is consistent with the location of the slip surface obtained by geophysical exploration. (3) The horizontal displacement monitoring shows that the superficially distributed Houbang landslide and Panjialing landslide have fast deformation rates and stronger deformation. (4) The numerical simulation results show that the Jinjiling landslide is currently in a basically stable state; it is in a basically stable state when the groundwater is drained; it is in a less stable state under heavy rain conditions, which may cause overall slippage, and the Panjialing and Houbang landslides produce secondary soil slippage. (5) The topography, geological structure, stratigraphic lithology of the Jinjiling landslide provide provenance and site conditions for the formation and development of the landslide. Torrential rain and human engineering activities are the inducing factors, which further aggravate the deformation of the landslide. The research results will provide a theoretical basis for the analysis of the genetic mechanism and stability of similar landslides in the Three Gorges Reservoir area, and have important guiding significance for the later control measures.

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